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ALLSTAR ENGINEERING GROUP JOB NO:23-015 <br />CONSULTING & DESIGN 1-STORY ROOM ADDITION <br />644 NORTH POPLAR ST., SUITE 'B' BY: AB <br />ORANGE, CA 92868  <br />714‐984‐3986 DATE: 3/6/23 <br />allstarengr@gmail.com  <br />www.allstarengineering.webs.com SH:B - 4 <br />7 New Hip at Addition <br />L = 9.50 ft. c = 4.83 ft.o s a n oc <br />Loads:TL FLL+DL DL t To Load Derivation: <br />w1,plf = 40 15 15 9.50 14.33 ft. +Flat Roof*1.237425 <br />wt1,min = 0 0 0 0.00 ft. <br />max = 130 56 56 9.50 ft. Roof*3.712275 <br />wt2,min = 0 0 0 0.00 ft. <br />max = 111 48 48 9.50 ft. Roof*3.18195 <br />R1 min = 115 146 lbs <br />R1 max = 364 146 146 lbs <br />R2 max = 1004 417 417 lbs Vmax ----> 813 lbs <br />t x = 5.35 ft V,x = 0 lbs +M = 15.6 in-kips <br />Try:S -M = 5.5 in-kips <br />b = 1.50 in Case: 1 Total Load L =1.00 <br />d = 9.25 in LDF = 1.25 Cr = 1.15 <br /> = 13.88 in^2 F'v = 119 psi fv = 88 psi 74.0% <br />S = 21.4 in^3 F'b = 1384 psi fb = 728 psi 52.6%2x10 DF #2 <br />I = 99 in^4 E = 1600 ksi d,TL = 0.13 in L / 856 d,c = 0.11 in L / 1088 <br />d,LL = 0.08 in L / 1454 <br />8 New Flush Beam btwn Existing and Addition <br />L = 20.00 ft. <br />Loads:TL FLL+DL DL t To Load Derivation: <br />w1,plf = 10 10 10 0.00 20.00 ft. +Bm Wt <br />w2,plf = 109 109 36 0.00 20.00 ft. +Ceiling*(7/+7.5)2 <br />max = 176 66 66 10.00 ft. +Flat Roof*5.5 <br />wt2,min = 0 0 0 20.00 ft. <br />max = 176 66 66 10.00 ft. +Flat Roof*5.5 <br />P1,lbs = 1004 417 417 6.50 ft. +R2 from Hip abv <br />P2,lbs = 1004 417 417 13.50 ft. +R2 from Hip abv <br />R1 = 3073 1936 1211 lbs V reduced a R1 <br />R2 = 3073 1936 1211 lbs Vmax ----> 2955 lbs <br />t x = 10.00 ft V,x = 0 lbs at P1 +M = 220.0 in-kips <br />Try:P <br />b = 3.50 in Case: 1 Total Load L =1.00 <br />d = 11.88 in LDF = 1.25 <br /> = 41.56 in^2 F'v = 338 psi fv = 107 psi 31.6% <br />S = 82.3 in^3 F'b = 3504 psi fb = 2675 psi 76.3%3 1/2 x 11 7/8 PS <br />I = 488 in^4 E = 2000 ksi d,TL = 1.09 in L / 221 <br />d,LL = 0.66 in L / 365 <br />9 New Ceiling Joist at Garage Conversion <br />L = 21.00 ft.o s a n oc <br />Loads:TL FLL+DL DL t To Load Derivation: <br />w1,plf = 15 15 5 0.00 21.00 ft. +Ceiling*12/12 <br />R1 = 158 158 53 lbs V reduced a Neither Suppor <br />R2 = 158 158 53 lbs Vmax ----> 158 lbs <br />t x = 10.50 ft V,x = 0 lbs +M = 9.9 in-kips <br />Try:S <br />b = 1.50 in Case: 2 F,LL + DL L =1.00 <br />d = 7.25 in LDF = 1.00 Cr = 1.15 <br /> = 10.88 in^2 F'v = 90 psi fv = 22 psi 24.1% <br />S = 13.1 in^3 F'b = 1380 psi fb = 755 psi 54.7%2x8 DF #2 <br />I = 48 in^4 E = 1600 ksi d,TL = 0.86 in L / 293 <br />d,LL = 0.57 in L / 439 <br />3/6/2023 9:43 PM 23015 BM_ADD.xls <br />2231 S Shelton St Unit 2 - <br />10111276012/11/2023